Appendix A
Figures analyzing the pile foundation of
Al Hasa Holiday Inn Hotel
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
Table of Contents
Page
8
Appendix A: Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel .. 248
8.1
Figures of analyzing pile groups and piled raft ...................................................... 248
8.1.1 Pile cap 1 ............................................................................................................ 248
8.1.1.1 Linear analysis with soil contact ................................................................ 249
8.1.1.2 Nonlinear analysis with soil contact........................................................... 252
8.1.1.3 Linear analysis without soil contact ........................................................... 255
8.1.1.4 Nonlinear analysis without soil contact ..................................................... 257
8.1.1.5 Pile cap as a footing without piles .............................................................. 259
8.1.2 Pile cap 2 ............................................................................................................ 261
8.1.2.1 Linear analysis with soil contact ................................................................ 262
8.1.2.2 Nonlinear analysis with soil contact........................................................... 265
8.1.2.3 Linear analysis without soil contact ........................................................... 268
8.1.2.4 Nonlinear analysis without soil contact ..................................................... 270
8.1.2.5 Pile cap as a footing without piles .............................................................. 272
8.1.3 Figures of analyzing piled raft ........................................................................... 274
8.1.3.1 Linear analysis with soil contact ................................................................ 275
8.1.3.2 Nonlinear analysis with soil contact........................................................... 278
8.1.3.3 Linear analysis without soil contact ........................................................... 281
8.1.3.4 Nonlinear analysis without soil contact ..................................................... 283
8.1.3.5 Un-piled raft ............................................................................................... 285
247
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
Appendix A
8
8.1
Appendix A: Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figures of analyzing pile groups and piled raft
8.1.1 Pile cap 1
y = 3.20 [m]
B = 3.20 [m]
Figure 8.1
Pile cap 1 with finite element mesh and dimensions
248
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.1.1 Linear analysis with soil contact
5.62 [mm]
5.61 [mm]
5.60 [mm]
5.59 [mm]
5.58 [mm]
5.57 [mm]
5.56 [mm]
5.55 [mm]
5.54 [mm]
5.53 [mm]
5.52 [mm]
5.51 [mm]
5.49 [mm]
Figure 8.2
Settlement s (Pile cap 1, linear analysis with soil contact)
75 [kN/m2]
69 [kN/m2]
63 [kN/m2]
57 [kN/m2]
51 [kN/m2]
45 [kN/m2]
39 [kN/m2]
33 [kN/m2]
27 [kN/m2]
21 [kN/m2]
15 [kN/m2]
9 [kN/m2]
3 [kN/m2]
Figure 8.3
Contact pressure q (Pile cap 1, linear analysis with soil contact)
249
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
2445 [kN.m/m]
2238 [kN.m/m]
2031 [kN.m/m]
1824 [kN.m/m]
1617 [kN.m/m]
1410 [kN.m/m]
1203 [kN.m/m]
996 [kN.m/m]
789 [kN.m/m]
582 [kN.m/m]
375 [kN.m/m]
168 [kN.m/m]
-40 [kN.m/m]
Figure 8.4
Bending moment in x-direction mx (Pile cap 1, linear analysis with soil contact)
3245 [kN/m]
2704 [kN/m]
2163 [kN/m]
1622 [kN/m]
1081 [kN/m]
540 [kN/m]
-2 [kN/m]
-543 [kN/m]
-1084 [kN/m]
-1625 [kN/m]
-2166 [kN/m]
-2707 [kN/m]
-3248 [kN/m]
Figure 8.5
Shear forces in x-direction Qx (Pile cap 1, linear analysis with soil contact)
250
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.6
1885
1890
1886
1890
Appendix A
Pile force Pp in [kN] (Pile cap 1, linear analysis with soil contact)
251
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.1.2 Nonlinear analysis with soil contact
7.34 [mm]
7.33 [mm]
7.32 [mm]
7.31 [mm]
7.30 [mm]
7.29 [mm]
7.28 [mm]
7.27 [mm]
7.26 [mm]
7.25 [mm]
7.24 [mm]
7.23 [mm]
7.22 [mm]
Figure 8.7
Settlement s (Pile cap 1, nonlinear analysis with soil contact)
100 [kN/m2]
92 [kN/m2]
84 [kN/m2]
76 [kN/m2]
68 [kN/m2]
60 [kN/m2]
52 [kN/m2]
44 [kN/m2]
36 [kN/m2]
28 [kN/m2]
20 [kN/m2]
12 [kN/m2]
4 [kN/m2]
Figure 8.8
Contact pressure q (Pile cap 1, nonlinear analysis with soil contact)
252
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
2441 [kN.m/m]
2235 [kN.m/m]
2029 [kN.m/m]
1823 [kN.m/m]
1617 [kN.m/m]
1411 [kN.m/m]
1205 [kN.m/m]
999 [kN.m/m]
793 [kN.m/m]
587 [kN.m/m]
381 [kN.m/m]
175 [kN.m/m]
-31 [kN.m/m]
Figure 8.9
Bending moment in x-direction mx (Pile cap 1, nonlinear analysis with soil
contact)
3249 [kN/m]
2708 [kN/m]
2167 [kN/m]
1626 [kN/m]
1085 [kN/m]
544 [kN/m]
3 [kN/m]
-539 [kN/m]
-1080 [kN/m]
-1621 [kN/m]
-2162 [kN/m]
-2703 [kN/m]
-3244 [kN/m]
Figure 8.10
Shear forces in x-direction Qx (Pile cap 1, nonlinear analysis with soil contact)
253
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.11
1846
1847
1847
1848
Appendix A
Pile force Pp in [kN] (Pile cap 1, nonlinear analysis with soil contact)
254
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.1.3 Linear analysis without soil contact
2446 [kN.m/m]
2237 [kN.m/m]
2028 [kN.m/m]
1819 [kN.m/m]
1610 [kN.m/m]
1401 [kN.m/m]
1192 [kN.m/m]
983 [kN.m/m]
774 [kN.m/m]
565 [kN.m/m]
356 [kN.m/m]
147 [kN.m/m]
-63 [kN.m/m]
Figure 8.12
Bending moment in x-direction mx (Pile cap 1, linear analysis without soil
contact)
3255 [kN/m]
2713 [kN/m]
2171 [kN/m]
1629 [kN/m]
1087 [kN/m]
545 [kN/m]
3 [kN/m]
-539 [kN/m]
-1081 [kN/m]
-1623 [kN/m]
-2165 [kN/m]
-2707 [kN/m]
-3249 [kN/m]
Figure 8.13
Shear forces in x-direction Qx (Pile cap 1, linear analysis without soil contact)
255
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.14
2000
2000
2000
2000
Appendix A
Pile force Pp in [kN] (Pile cap 1, linear analysis without soil contact)
256
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.1.4 Nonlinear analysis without soil contact
2446 [kN.m/m]
2237 [kN.m/m]
2028 [kN.m/m]
1819 [kN.m/m]
1610 [kN.m/m]
1401 [kN.m/m]
1192 [kN.m/m]
983 [kN.m/m]
774 [kN.m/m]
565 [kN.m/m]
356 [kN.m/m]
147 [kN.m/m]
-63 [kN.m/m]
Figure 8.15
Bending moment in x-direction mx (Pile cap 1, nonlinear analysis without soil
contact)
3254 [kN/m]
2712 [kN/m]
2170 [kN/m]
1628 [kN/m]
1086 [kN/m]
544 [kN/m]
2 [kN/m]
-540 [kN/m]
-1082 [kN/m]
-1624 [kN/m]
-2166 [kN/m]
-2708 [kN/m]
-3250 [kN/m]
Figure 8.16
Shear forces in x-direction Qx (Pile cap 1, nonlinear analysis without soil
contact)
257
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.17
2000
2000
2000
2000
Appendix A
Pile force Pp in [kN] (Pile cap 1, nonlinear analysis without soil contact)
258
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.1.5 Pile cap as a footing without piles
1509.35 [mm]
1457.71 [mm]
1406.07 [mm]
1354.43 [mm]
1302.79 [mm]
1251.15 [mm]
1199.51 [mm]
1147.87 [mm]
1096.23 [mm]
1044.59 [mm]
992.95 [mm]
941.31 [mm]
889.67 [mm]
Figure 8.18
Settlement s (Pile cap 1 as a footing without piles)
2079 [kN/m2]
1939 [kN/m2]
1799 [kN/m2]
1659 [kN/m2]
1519 [kN/m2]
1379 [kN/m2]
1239 [kN/m2]
1099 [kN/m2]
959 [kN/m2]
819 [kN/m2]
679 [kN/m2]
539 [kN/m2]
399 [kN/m2]
Figure 8.19
Contact pressure q (Pile cap 1 as a footing without piles)
259
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
2386 [kN.m/m]
2191 [kN.m/m]
1996 [kN.m/m]
1801 [kN.m/m]
1606 [kN.m/m]
1411 [kN.m/m]
1216 [kN.m/m]
1021 [kN.m/m]
826 [kN.m/m]
631 [kN.m/m]
436 [kN.m/m]
241 [kN.m/m]
46 [kN.m/m]
Figure 8.20
Bending moment in x-direction mx (Pile cap 1 as a footing without piles)
3287 [kN/m]
2746 [kN/m]
2205 [kN/m]
1664 [kN/m]
1123 [kN/m]
582 [kN/m]
41 [kN/m]
-501 [kN/m]
-1042 [kN/m]
-1583 [kN/m]
-2124 [kN/m]
-2665 [kN/m]
-3206 [kN/m]
Figure 8.21
Shear forces in x-direction Qx (Pile cap 1 as a footing without piles)
260
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.2 Pile cap 2
y = 2.80 [m]
B = 2.80 [m]
Figure 8.22
Pile cap 2 with finite element mesh and dimensions
261
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.2.1 Linear analysis with soil contact
5.51 [mm]
5.50 [mm]
5.49 [mm]
5.48 [mm]
5.47 [mm]
5.46 [mm]
5.45 [mm]
5.44 [mm]
5.43 [mm]
5.42 [mm]
5.41 [mm]
5.40 [mm]
5.39 [mm]
Figure 8.23
Settlement s (Pile cap 2, linear analysis with soil contact)
75 [kN/m2]
69 [kN/m2]
63 [kN/m2]
57 [kN/m2]
51 [kN/m2]
45 [kN/m2]
39 [kN/m2]
33 [kN/m2]
27 [kN/m2]
21 [kN/m2]
15 [kN/m2]
9 [kN/m2]
3 [kN/m2]
262
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.24
Appendix A
Contact pressure q (Pile cap 2, linear analysis with soil contact)
1728 [kN.m/m]
1581 [kN.m/m]
1434 [kN.m/m]
1287 [kN.m/m]
1140 [kN.m/m]
993 [kN.m/m]
846 [kN.m/m]
699 [kN.m/m]
552 [kN.m/m]
405 [kN.m/m]
258 [kN.m/m]
111 [kN.m/m]
-37 [kN.m/m]
Figure 8.25
Bending moment in x-direction mx (Pile cap 2, linear analysis with soil contact)
2384 [kN/m]
1987 [kN/m]
1590 [kN/m]
1193 [kN/m]
796 [kN/m]
399 [kN/m]
2 [kN/m]
-396 [kN/m]
-793 [kN/m]
-1190 [kN/m]
-1587 [kN/m]
-1984 [kN/m]
-2381 [kN/m]
Figure 8.26
Shear forces in x-direction Qx (Pile cap 2, linear analysis with soil contact)
263
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.27
1323
1324
1321
1322
Appendix A
Pile force Pp in [kN] (Pile cap 2, linear analysis with soil contact)
264
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.2.2 Nonlinear analysis with soil contact
6.96 [mm]
6.95 [mm]
6.94 [mm]
6.93 [mm]
6.92 [mm]
6.91 [mm]
6.90 [mm]
6.89 [mm]
6.88 [mm]
6.87 [mm]
6.86 [mm]
6.85 [mm]
6.83 [mm]
Figure 8.28
Settlement s (Pile cap 2, nonlinear analysis with soil contact)
100 [kN/m2]
92 [kN/m2]
84 [kN/m2]
76 [kN/m2]
68 [kN/m2]
60 [kN/m2]
52 [kN/m2]
44 [kN/m2]
36 [kN/m2]
28 [kN/m2]
20 [kN/m2]
12 [kN/m2]
4 [kN/m2]
Figure 8.29
Contact pressure q (Pile cap 2, nonlinear analysis with soil contact)
265
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
1734 [kN.m/m]
1587 [kN.m/m]
1440 [kN.m/m]
1293 [kN.m/m]
1146 [kN.m/m]
999 [kN.m/m]
852 [kN.m/m]
705 [kN.m/m]
558 [kN.m/m]
411 [kN.m/m]
264 [kN.m/m]
117 [kN.m/m]
-31 [kN.m/m]
Figure 8.30
Bending moment in x-direction mx (Pile cap 2, nonlinear analysis with soil
contact)
2384 [kN/m]
1987 [kN/m]
1590 [kN/m]
1193 [kN/m]
796 [kN/m]
399 [kN/m]
2 [kN/m]
-396 [kN/m]
-793 [kN/m]
-1190 [kN/m]
-1587 [kN/m]
-1984 [kN/m]
-2381 [kN/m]
Figure 8.31
Shear forces in x-direction Qx (Pile cap 2, nonlinear analysis with soil contact)
266
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.32
1295
1297
1291
1294
Appendix A
Pile force Pp in [kN] (Pile cap 2, nonlinear analysis with soil contact)
267
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.2.3 Linear analysis without soil contact
1738 [kN.m/m]
1589 [kN.m/m]
1440 [kN.m/m]
1291 [kN.m/m]
1142 [kN.m/m]
993 [kN.m/m]
844 [kN.m/m]
695 [kN.m/m]
546 [kN.m/m]
397 [kN.m/m]
248 [kN.m/m]
99 [kN.m/m]
-51 [kN.m/m]
Figure 8.33
Bending moment in x-direction mx (Pile cap 2, linear analysis without soil
contact)
2382 [kN/m]
1985 [kN/m]
1588 [kN/m]
1191 [kN/m]
794 [kN/m]
397 [kN/m]
-1 [kN/m]
-398 [kN/m]
-795 [kN/m]
-1192 [kN/m]
-1589 [kN/m]
-1986 [kN/m]
-2383 [kN/m]
Figure 8.34
Shear forces in x-direction Qx (Pile cap 2, linear analysis without soil contact)
268
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.35
1400
1400
1400
1400
Appendix A
Pile force Pp in [kN] (Pile cap 2, linear analysis without soil contact)
269
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.2.4 Nonlinear analysis without soil contact
1738 [kN.m/m]
1589 [kN.m/m]
1440 [kN.m/m]
1291 [kN.m/m]
1142 [kN.m/m]
993 [kN.m/m]
844 [kN.m/m]
695 [kN.m/m]
546 [kN.m/m]
397 [kN.m/m]
248 [kN.m/m]
99 [kN.m/m]
-51 [kN.m/m]
Figure 8.36
Bending moment in x-direction mx (Pile cap 2, nonlinear analysis without soil
contact)
2382 [kN/m]
1985 [kN/m]
1588 [kN/m]
1191 [kN/m]
794 [kN/m]
397 [kN/m]
-1 [kN/m]
-398 [kN/m]
-795 [kN/m]
-1192 [kN/m]
-1589 [kN/m]
-1986 [kN/m]
-2383 [kN/m]
Figure 8.37
Shear forces in x-direction Qx (Pile cap 2, nonlinear analysis without soil
contact)
270
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Figure 8.38
1400
1400
1400
1400
Appendix A
Pile force Pp in [kN] (Pile cap 2, nonlinear analysis without soil contact)
271
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.2.5 Pile cap as a footing without piles
1313.95 [mm]
1300.60 [mm]
1287.25 [mm]
1273.90 [mm]
1260.55 [mm]
1247.20 [mm]
1233.85 [mm]
1220.50 [mm]
1207.15 [mm]
1193.80 [mm]
1180.45 [mm]
1167.10 [mm]
1153.74 [mm]
Figure 8.39
Settlement s (Pile cap 2 as a footing without piles)
1989 [kN/m2]
1853 [kN/m2]
1717 [kN/m2]
1581 [kN/m2]
1445 [kN/m2]
1309 [kN/m2]
1173 [kN/m2]
1037 [kN/m2]
901 [kN/m2]
765 [kN/m2]
629 [kN/m2]
493 [kN/m2]
357 [kN/m2]
Figure 8.40
Contact pressure q (Pile cap 2 as a footing without piles)
272
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
1708 [kN.m/m]
1567 [kN.m/m]
1426 [kN.m/m]
1285 [kN.m/m]
1144 [kN.m/m]
1003 [kN.m/m]
862 [kN.m/m]
721 [kN.m/m]
580 [kN.m/m]
439 [kN.m/m]
298 [kN.m/m]
157 [kN.m/m]
16 [kN.m/m]
Figure 8.41
Bending moment in x-direction mx (Pile cap 2 as a footing without piles)
2450 [kN/m]
2044 [kN/m]
1638 [kN/m]
1232 [kN/m]
826 [kN/m]
420 [kN/m]
14 [kN/m]
-392 [kN/m]
-798 [kN/m]
-1204 [kN/m]
-1610 [kN/m]
-2016 [kN/m]
-2422 [kN/m]
Figure 8.42
Shear forces in x-direction Qx (Pile cap 2 as a footing without piles)
273
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.3 Figures of analyzing piled raft
y = 14.40 [m]
B = 6.00 [m]
Figure 8.43
Piled raft with finite element mesh and dimensions
274
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.3.1 Linear analysis with soil contact
8.65 [mm]
8.48 [mm]
8.31 [mm]
8.14 [mm]
7.97 [mm]
7.80 [mm]
7.63 [mm]
7.46 [mm]
7.29 [mm]
7.12 [mm]
6.95 [mm]
6.78 [mm]
6.61 [mm]
Figure 8.44
Settlement s (linear analysis with soil contact)
88 [kN/m2]
81 [kN/m2]
74 [kN/m2]
67 [kN/m2]
60 [kN/m2]
53 [kN/m2]
46 [kN/m2]
39 [kN/m2]
32 [kN/m2]
25 [kN/m2]
18 [kN/m2]
11 [kN/m2]
4 [kN/m2]
Figure 8.45
Contact pressure q (linear analysis with soil contact)
333 [kN.m/m]
292 [kN.m/m]
251 [kN.m/m]
210 [kN.m/m]
169 [kN.m/m]
128 [kN.m/m]
87 [kN.m/m]
46 [kN.m/m]
5 [kN.m/m]
-37 [kN.m/m]
-78 [kN.m/m]
-119 [kN.m/m]
-160 [kN.m/m]
Figure 8.46
Bending moment in x-direction mx (linear analysis with soil contact)
275
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
271 [kN.m/m]
235 [kN.m/m]
199 [kN.m/m]
163 [kN.m/m]
127 [kN.m/m]
91 [kN.m/m]
55 [kN.m/m]
19 [kN.m/m]
-17 [kN.m/m]
-53 [kN.m/m]
-89 [kN.m/m]
-125 [kN.m/m]
-161 [kN.m/m]
Figure 8.47
Bending moment in y-direction my (linear analysis with soil contact)
450 [kN/m]
375 [kN/m]
300 [kN/m]
225 [kN/m]
150 [kN/m]
75 [kN/m]
-1 [kN/m]
-76 [kN/m]
-151 [kN/m]
-226 [kN/m]
-301 [kN/m]
-376 [kN/m]
-451 [kN/m]
Figure 8.48
Shear forces in x-direction Qx (linear analysis with soil contact)
500 [kN/m]
417 [kN/m]
334 [kN/m]
251 [kN/m]
168 [kN/m]
85 [kN/m]
2 [kN/m]
-82 [kN/m]
-165 [kN/m]
-248 [kN/m]
-331 [kN/m]
-414 [kN/m]
-497 [kN/m]
Figure 8.49
Shear forces in y-direction Qy (linear analysis with soil contact)
276
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
1150
1213
1279
1303
1280
1215
1153
1104
1129
1176
1194
1176
1131
1108
1150
1214
1279
1304
1280
1216
1154
Figure 8.50
Pile force Pp in [kN] (linear analysis with soil contact)
277
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.3.2 Nonlinear analysis with soil contact
10.52 [mm]
10.33 [mm]
10.14 [mm]
9.95 [mm]
9.76 [mm]
9.57 [mm]
9.38 [mm]
9.19 [mm]
9.00 [mm]
8.81 [mm]
8.62 [mm]
8.43 [mm]
8.24 [mm]
Figure 8.51
Settlement s (nonlinear analysis with soil contact)
113 [kN/m2]
104 [kN/m2]
95 [kN/m2]
86 [kN/m2]
77 [kN/m2]
68 [kN/m2]
59 [kN/m2]
50 [kN/m2]
41 [kN/m2]
32 [kN/m2]
23 [kN/m2]
14 [kN/m2]
5 [kN/m2]
Figure 8.52
Contact pressure q (nonlinear analysis with soil contact)
365 [kN.m/m]
322 [kN.m/m]
279 [kN.m/m]
236 [kN.m/m]
193 [kN.m/m]
150 [kN.m/m]
107 [kN.m/m]
64 [kN.m/m]
21 [kN.m/m]
-23 [kN.m/m]
-66 [kN.m/m]
-109 [kN.m/m]
-152 [kN.m/m]
Figure 8.53
Bending moment in x-direction mx (nonlinear analysis with soil contact)
278
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
271 [kN.m/m]
236 [kN.m/m]
201 [kN.m/m]
166 [kN.m/m]
131 [kN.m/m]
96 [kN.m/m]
61 [kN.m/m]
26 [kN.m/m]
-10 [kN.m/m]
-45 [kN.m/m]
-80 [kN.m/m]
-115 [kN.m/m]
-150 [kN.m/m]
Figure 8.54
Bending moment in y-direction my (nonlinear analysis with soil contact)
454 [kN/m]
379 [kN/m]
304 [kN/m]
229 [kN/m]
154 [kN/m]
79 [kN/m]
4 [kN/m]
-72 [kN/m]
-147 [kN/m]
-222 [kN/m]
-297 [kN/m]
-372 [kN/m]
-447 [kN/m]
Figure 8.55
Shear forces in x-direction Qx (nonlinear analysis with soil contact)
467 [kN/m]
389 [kN/m]
311 [kN/m]
233 [kN/m]
155 [kN/m]
77 [kN/m]
-1 [kN/m]
-79 [kN/m]
-157 [kN/m]
-235 [kN/m]
-313 [kN/m]
-391 [kN/m]
-469 [kN/m]
Figure 8.56
Shear forces in y-direction Qy (nonlinear analysis with soil contact)
279
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
1131
1171
1217
1234
1218
1173
1133
1090
1102
1135
1149
1135
1103
1091
1173
1218
1235
1218
1173
1133
1132
Figure 8.57
Pile force Pp in [kN] (nonlinear analysis with soil contact)
280
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.3.3 Linear analysis without soil contact
102 [kN.m/m]
63 [kN.m/m]
24 [kN.m/m]
-16 [kN.m/m]
-55 [kN.m/m]
-94 [kN.m/m]
-133 [kN.m/m]
-172 [kN.m/m]
-211 [kN.m/m]
-250 [kN.m/m]
-289 [kN.m/m]
-328 [kN.m/m]
-367 [kN.m/m]
Figure 8.58
Bending moment in x-direction mx (linear analysis without soil contact)
99 [kN.m/m]
59 [kN.m/m]
19 [kN.m/m]
-21 [kN.m/m]
-61 [kN.m/m]
-101 [kN.m/m]
-141 [kN.m/m]
-181 [kN.m/m]
-221 [kN.m/m]
-261 [kN.m/m]
-301 [kN.m/m]
-341 [kN.m/m]
-381 [kN.m/m]
Figure 8.59
Bending moment in y-direction my (linear analysis without soil contact)
626 [kN/m]
522 [kN/m]
418 [kN/m]
314 [kN/m]
210 [kN/m]
106 [kN/m]
2 [kN/m]
-102 [kN/m]
-206 [kN/m]
-310 [kN/m]
-414 [kN/m]
-518 [kN/m]
-622 [kN/m]
Figure 8.60
Shear forces in x-direction Qx (linear analysis without soil contact)
281
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
593 [kN/m]
494 [kN/m]
395 [kN/m]
296 [kN/m]
197 [kN/m]
98 [kN/m]
-2 [kN/m]
-101 [kN/m]
-200 [kN/m]
-299 [kN/m]
-398 [kN/m]
-497 [kN/m]
-596 [kN/m]
Figure 8.61
2644
1681
2644
Figure 8.62
Shear forces in y-direction Qy (linear analysis without soil contact)
1416
1263
1232
1263
1416
501
422
413
422
501
1416
1263
1232
1263
1416
2644
1681
2644
Pile force Pp in [kN] (linear analysis without soil contact)
282
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.3.4 Nonlinear analysis without soil contact
102 [kN.m/m]
63 [kN.m/m]
24 [kN.m/m]
-16 [kN.m/m]
-55 [kN.m/m]
-94 [kN.m/m]
-133 [kN.m/m]
-172 [kN.m/m]
-211 [kN.m/m]
-250 [kN.m/m]
-289 [kN.m/m]
-328 [kN.m/m]
-367 [kN.m/m]
Figure 8.63
Bending moment in x-direction mx (nonlinear analysis without soil contact)
99 [kN.m/m]
59 [kN.m/m]
19 [kN.m/m]
-21 [kN.m/m]
-61 [kN.m/m]
-101 [kN.m/m]
-141 [kN.m/m]
-181 [kN.m/m]
-221 [kN.m/m]
-261 [kN.m/m]
-301 [kN.m/m]
-341 [kN.m/m]
-381 [kN.m/m]
Figure 8.64
Bending moment in y-direction my (nonlinear analysis without soil contact)
627 [kN/m]
523 [kN/m]
419 [kN/m]
315 [kN/m]
211 [kN/m]
107 [kN/m]
3 [kN/m]
-101 [kN/m]
-205 [kN/m]
-309 [kN/m]
-413 [kN/m]
-517 [kN/m]
-621 [kN/m]
Figure 8.65
Shear forces in x-direction Qx (nonlinear analysis without soil contact)
283
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
594 [kN/m]
495 [kN/m]
396 [kN/m]
297 [kN/m]
198 [kN/m]
99 [kN/m]
-1 [kN/m]
-100 [kN/m]
-199 [kN/m]
-298 [kN/m]
-397 [kN/m]
-496 [kN/m]
-595 [kN/m]
Figure 8.66
Shear forces in y-direction Qy (nonlinear analysis without soil contact)
2248
1488
1368
1342
1368
1488
2248
1681
639
549
538
549
639
1681
2248
1488
1368
1342
1368
1488
2248
Figure 8.67
Pile force Pp in [kN] (nonlinear analysis without soil contact)
284
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
8.1.3.5 Un-piled raft
465.41 [mm]
461.71 [mm]
458.01 [mm]
454.31 [mm]
450.61 [mm]
446.91 [mm]
443.21 [mm]
439.51 [mm]
435.81 [mm]
432.11 [mm]
428.41 [mm]
424.71 [mm]
421.01 [mm]
Figure 8.68
Settlement s (as raft without piles)
1301 [kN/m2]
1216 [kN/m2]
1131 [kN/m2]
1046 [kN/m2]
961 [kN/m2]
876 [kN/m2]
791 [kN/m2]
706 [kN/m2]
621 [kN/m2]
536 [kN/m2]
451 [kN/m2]
366 [kN/m2]
281 [kN/m2]
Figure 8.69
Contact pressure q (as raft without piles)
498 [kN.m/m]
458 [kN.m/m]
418 [kN.m/m]
378 [kN.m/m]
338 [kN.m/m]
298 [kN.m/m]
258 [kN.m/m]
218 [kN.m/m]
178 [kN.m/m]
138 [kN.m/m]
98 [kN.m/m]
58 [kN.m/m]
18 [kN.m/m]
Figure 8.70
Bending moment in x-direction mx (as a raft without piles)
285
Figures of analyzing pile foundation of Al Ahsa Holiday Inn Hotel
Appendix A
294 [kN.m/m]
270 [kN.m/m]
246 [kN.m/m]
222 [kN.m/m]
198 [kN.m/m]
174 [kN.m/m]
150 [kN.m/m]
126 [kN.m/m]
102 [kN.m/m]
78 [kN.m/m]
54 [kN.m/m]
30 [kN.m/m]
6 [kN.m/m]
Figure 8.71
Bending moment in y-direction my (as a raft without piles)
154 [kN/m]
128 [kN/m]
102 [kN/m]
76 [kN/m]
50 [kN/m]
24 [kN/m]
-2 [kN/m]
-28 [kN/m]
-54 [kN/m]
-80 [kN/m]
-106 [kN/m]
-132 [kN/m]
-158 [kN/m]
Figure 8.72
Shear forces in x-direction Qx (as a raft without piles)
147 [kN/m]
123 [kN/m]
99 [kN/m]
75 [kN/m]
51 [kN/m]
27 [kN/m]
3 [kN/m]
-21 [kN/m]
-45 [kN/m]
-69 [kN/m]
-93 [kN/m]
-117 [kN/m]
-141 [kN/m]
Figure 8.73
Shear forces in y-direction Qy (as a raft without piles)
286